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HomeMy WebLinkAboutEngineered Plan-2010ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 3' (7' PROVIDED). VARY LEACHING TO DWELLING BY 2' (18' PROVIDED). 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. 6A 4. VARY LEACH TO WETLAND BY UP TO 9' (91' PROVIDED TO COASTAL BANK). LOCAL REG. 5. VARY REMOVAL BY 2' (3' PROVIDED) TO KEEP GRADING ON LOT. 310 CMR 15.255 (5). 6'\)6,7 6. VARY COVER OVER SEPTIC TANK BY 3" (6" PROVIDED). //>6 310CMR 15.228 '(1). r N /F DONAHUE 8.90± Top Found � 7.4 � � BENCH MARK --TOP OF MAG. NAIL $ IN PAVEMENT -6.26 NGVD29 s.8 NO GRADE CHANGES N /F ARE PROPOSED YOUNG 0 TEST HOLE DATE: June 10, 2010 PERFORMED BY: Ron Cadillac, Soil Evaluator 38" WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE:<2'-25"/inch (B layer) 44" SOIL SURVEY(1993): Udipsamments, smoothed U Invert 6.32± GEOLOGIC MAP(1986): Harwich outwash plain deposits 68"a rExisting 70" Cover to Grade Invert 6.08 Use Gas Baffle 6 CULTEC C-4 UNITS Effluent Filter Invert 6.77 Existing Proposed Top Unit=7.21 Use - cover See Detail ®Filter Cloth Existing�� S=1 /8"/ft` 3" Max. Invert 6.17 1000 Gal. I min. r _Inspection Port I Septic Tank t Existing ---------- " J Fill E layer 10yr 4/2 loam sand B layer 7.5yr 4/6 loamy sand observed-wateF -- C layer 2.5y 6/3 medium sand 7.7 4.5 4.0 2.0 1.9 ------ T 3 120 -2.3 1.671 Sanitary Bottom Tee 6.5 �� Invert 6.94 Invert 6.75 4' Set Bottom Level 6 Stone or compact ProposedProposed ; 4.5 �1 1 -1-1'a i 5'I -. --- Hi h Groundwater=2.5 rn m Observed Water=2.0 7.4 8,690±S.F. �� 8;1 FLOOR PLAN DESIGN DATA LEACH AREA m 7.5 SPLIT. -LEVEL __NOT_. TO -.SCALE_..- _ � _ BEDROOMS: __ 2_* (SEE MODIFIED CERTIFICATION FOR GENERAL USE -REV. 2/2_2/10) - Gpo 7;3 _ _ _ - - - �_ _ --= -----�-� -°-. GARBAGE GRINDER: No ^USE 6 CULTEC C-4 UNITS _114_2 ROWS. EXCAVATE AN 8' -WIDE 0 REQUIRED CAPACITY. 220 GPD BY 24' LONG RECTANGLE, AS SHOWN. RUN PERFORATED PIPE 6,1 13 BDRM BDRM EXISTING SEPTIC TANK: 1000 GAL. LEVET- DOWN CENTER OF EACH ROW. CAP ENDS. EFFECTIVE TRENCH LEACHING AREA: 321.6 SF 3' REMOVAL 0 1�1sho�o 5 GAR 6.7X UNIT=53.6 S.F/UNIT 6 UNITS ITS X X 53.6 .6 DO 3' ALL AROUND AND UNDER REMOVAL DOWN 38"f TO SF/UNIT=321.6 SF(EFFECTIVE) E LAYER OR B LAYER WHICHEVER OCCURS FIRST. x � DESIGN CAPACITY: 238 GPD H 20 ROUND (4 INSIDE D I AM . 6.5 KIT LVRM [(321.6 SF) X .74 GPD/SF] E LAYER WAS JUDGED TO BE BETTER THAN B LAYER ov BMT/UNDER PUMP CHAMBER STORAGE CAPACITY: 220+ GAL. WHICH WAS PERC'D. 335 GALLON PUMP CHAMBER* s/�i5,7 DOSES PER DAY: 4.7 f IMPERVIOUS BARRIER *TO BOTTOM OF 8" KNOCKOUT AND �p ROOF *REQUIRES DEED RESTRICTION 345 GALLON TO INVERT WITH 4" PIPE y�y 2.0 ;4 DECK PROVIDE A 2 DEEP IMPERVIOUS BARRIER, AS SHOWN,. COVER TO GRADE BMT/UNDER % Use 9" cover ESTIMATED BUOYANCY CALC'S 1000 GAL. H-10 Place 4" inlet pipe DRILL 3/8" WEEP/VENT HOLE © top 8" knockout ALARM 8c PUMP NOTES BUOYANCY CALCULATIONS -PUMP CHAMBER WEIGHT OF EXISTING SEPTIC TANK AND 6" OF COVER 1'c^ It valid for REPAIR OF SEPTIC SYSTfE 9 TANK= 4.12 TON (ESTIMATED) ONLV, dne to State and Local ser -1c variances. -1. ALARM TO BE WIRED BY ELECTRICIAN ON WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 6" COVER=.5' X 4.83' X 8.5' X 0.055 TON/CU. FT. f'oard of health review and a^^oval is req -, Ted for SEPARATE CIRCUIT FROM PUMP. CHAMBER= 3.04 TON (PER SHOREY) 6" COVER=1.13 TON any future additions/renovations/alterations to Quick Disconnect/ 2. ELECTRICAL WORK TO BE INSPECTED BY 9" COVER= 0.75' X (4.83')2 X 3.14' X 0.055 TON/CU. FMTAL= 4.12 TON + 1.13 TON •= 5.25 TON „ -_ _ _ see��rlle facal?°cs and/er,stra�ctures/dwetlin�. 6.00 larm - 22 Union WIRING INSPECTOR. 9" COVER=0.76 TON 2 WEIGHT OF WATER- ,HIGH GROUNDWATER DOWN Invert On 15" _ Check Valve 3. ALARM TO BE LOCATED IN HOUSE. (2.5 -1.67) X 4.83 X 8.5 X 0.0312 TON/CU. FT. Vermouth Health Dzpartrnent Off -9"- __ _&I. 3.11 ___ 4. PUMP TO BE CAPABLE OF PASSING TOTAL= 3.04 TON + 0.76 TON = 3.6 TON WEIGHT WATER= 1.06 TON 1-1/4" SOLIDS AND INSTALLED IN STRICT WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 6" COVER ARE HEAVIER BY 4± TON. �VD P CONFORMANCE WITH MANUFACTURER'S (2.5-1.86) X (4.83') 2 X 3.14' X 0.0312 TON/CU. FT. SPECIFICATIONS. SITE PLAN 1.86 6" STONE UNDER 5. USE MEYER SF M4, 4/10 HP PUMP, OR WEIGHT WATER= 0.37 TON 101/Z1116) EQUIVALENT. EQUIVALENT. TANK AND 9" COVER ARE HEAVIER BY 3.4 TON. FOR `� Bottom USE WATERPROFFING 6. TO PROVIDE FOR EASY AND SAFE t- FRR F a�"" MAINTENANCE OF PUMP: THIS PLAN IS A VALID COPY ONLY IF IT BEARS -PROVIDE UNION/DISCONNECT IN 2" PVC AN ORIGINAL RED STAMP AND SIGNATURE. CURTIS G• & CONSTANC� L. L BOYDEN CAN BE REMOVED FROMOF LEGEND A'n LINE AT TOP PUMP CHAMBER SO PUMP LEGEND -RECOMMEND FLOATS BETOP ATTACHEDNK. TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED �; � LOT 12A9 77 NEPTUNE LANE, SOUTH YARMOUTH ' M A TH 1 TEST HOLE LOCATION, NUMBER OUTSIDE CHAMBER. OF Mqs �jN of ss W WATER LINE MARKINGS » E OVERHEAD ELECTRIC WIRES (IF SHOWN) /; �° ROf�7D \a;,.�� O A G�� JUNE �5, X010 SCALE. 1 20> - -- G --_- GAS LINE MARKINGS x 9.5 X 0,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR --- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 7/07/10 --PUMP CHAMBER _I s i HEALTH AGENT APPROVAL DATE RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2010 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 JOB NO. Y10-14 Route 28 NOTES Boyden.dwg 1. LOCUS IS A.M. 24, PARCEL 161. ��Jwarn 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM27. b, 3. LOCUS IS IN FLOOD ZONE V15 (EL 13) ON FIRM DATED JULY 2, 1992. �`�°c S Uon to 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE COVERS: TWO COVERS TO GRADE, AS SHOWN. BUILD UP ONE INSPECTION PORT. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2- PEA STONE ON TOP.LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) NGVD 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 0 TEST HOLE DATE: June 10, 2010 PERFORMED BY: Ron Cadillac, Soil Evaluator 38" WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE:<2'-25"/inch (B layer) 44" SOIL SURVEY(1993): Udipsamments, smoothed U Invert 6.32± GEOLOGIC MAP(1986): Harwich outwash plain deposits 68"a rExisting 70" Cover to Grade Invert 6.08 Use Gas Baffle 6 CULTEC C-4 UNITS Effluent Filter Invert 6.77 Existing Proposed Top Unit=7.21 Use - cover See Detail ®Filter Cloth Existing�� S=1 /8"/ft` 3" Max. Invert 6.17 1000 Gal. I min. r _Inspection Port I Septic Tank t Existing ---------- " J Fill E layer 10yr 4/2 loam sand B layer 7.5yr 4/6 loamy sand observed-wateF -- C layer 2.5y 6/3 medium sand 7.7 4.5 4.0 2.0 1.9 ------ T 3 120 -2.3 1.671 Sanitary Bottom Tee 6.5 �� Invert 6.94 Invert 6.75 4' Set Bottom Level 6 Stone or compact ProposedProposed ; 4.5 �1 1 -1-1'a i 5'I -. --- Hi h Groundwater=2.5 rn m Observed Water=2.0 7.4 8,690±S.F. �� 8;1 FLOOR PLAN DESIGN DATA LEACH AREA m 7.5 SPLIT. -LEVEL __NOT_. TO -.SCALE_..- _ � _ BEDROOMS: __ 2_* (SEE MODIFIED CERTIFICATION FOR GENERAL USE -REV. 2/2_2/10) - Gpo 7;3 _ _ _ - - - �_ _ --= -----�-� -°-. GARBAGE GRINDER: No ^USE 6 CULTEC C-4 UNITS _114_2 ROWS. EXCAVATE AN 8' -WIDE 0 REQUIRED CAPACITY. 220 GPD BY 24' LONG RECTANGLE, AS SHOWN. RUN PERFORATED PIPE 6,1 13 BDRM BDRM EXISTING SEPTIC TANK: 1000 GAL. LEVET- DOWN CENTER OF EACH ROW. CAP ENDS. EFFECTIVE TRENCH LEACHING AREA: 321.6 SF 3' REMOVAL 0 1�1sho�o 5 GAR 6.7X UNIT=53.6 S.F/UNIT 6 UNITS ITS X X 53.6 .6 DO 3' ALL AROUND AND UNDER REMOVAL DOWN 38"f TO SF/UNIT=321.6 SF(EFFECTIVE) E LAYER OR B LAYER WHICHEVER OCCURS FIRST. x � DESIGN CAPACITY: 238 GPD H 20 ROUND (4 INSIDE D I AM . 6.5 KIT LVRM [(321.6 SF) X .74 GPD/SF] E LAYER WAS JUDGED TO BE BETTER THAN B LAYER ov BMT/UNDER PUMP CHAMBER STORAGE CAPACITY: 220+ GAL. WHICH WAS PERC'D. 335 GALLON PUMP CHAMBER* s/�i5,7 DOSES PER DAY: 4.7 f IMPERVIOUS BARRIER *TO BOTTOM OF 8" KNOCKOUT AND �p ROOF *REQUIRES DEED RESTRICTION 345 GALLON TO INVERT WITH 4" PIPE y�y 2.0 ;4 DECK PROVIDE A 2 DEEP IMPERVIOUS BARRIER, AS SHOWN,. COVER TO GRADE BMT/UNDER % Use 9" cover ESTIMATED BUOYANCY CALC'S 1000 GAL. H-10 Place 4" inlet pipe DRILL 3/8" WEEP/VENT HOLE © top 8" knockout ALARM 8c PUMP NOTES BUOYANCY CALCULATIONS -PUMP CHAMBER WEIGHT OF EXISTING SEPTIC TANK AND 6" OF COVER 1'c^ It valid for REPAIR OF SEPTIC SYSTfE 9 TANK= 4.12 TON (ESTIMATED) ONLV, dne to State and Local ser -1c variances. -1. ALARM TO BE WIRED BY ELECTRICIAN ON WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 6" COVER=.5' X 4.83' X 8.5' X 0.055 TON/CU. FT. f'oard of health review and a^^oval is req -, Ted for SEPARATE CIRCUIT FROM PUMP. CHAMBER= 3.04 TON (PER SHOREY) 6" COVER=1.13 TON any future additions/renovations/alterations to Quick Disconnect/ 2. ELECTRICAL WORK TO BE INSPECTED BY 9" COVER= 0.75' X (4.83')2 X 3.14' X 0.055 TON/CU. FMTAL= 4.12 TON + 1.13 TON •= 5.25 TON „ -_ _ _ see��rlle facal?°cs and/er,stra�ctures/dwetlin�. 6.00 larm - 22 Union WIRING INSPECTOR. 9" COVER=0.76 TON 2 WEIGHT OF WATER- ,HIGH GROUNDWATER DOWN Invert On 15" _ Check Valve 3. ALARM TO BE LOCATED IN HOUSE. (2.5 -1.67) X 4.83 X 8.5 X 0.0312 TON/CU. FT. Vermouth Health Dzpartrnent Off -9"- __ _&I. 3.11 ___ 4. PUMP TO BE CAPABLE OF PASSING TOTAL= 3.04 TON + 0.76 TON = 3.6 TON WEIGHT WATER= 1.06 TON 1-1/4" SOLIDS AND INSTALLED IN STRICT WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 6" COVER ARE HEAVIER BY 4± TON. �VD P CONFORMANCE WITH MANUFACTURER'S (2.5-1.86) X (4.83') 2 X 3.14' X 0.0312 TON/CU. FT. SPECIFICATIONS. SITE PLAN 1.86 6" STONE UNDER 5. USE MEYER SF M4, 4/10 HP PUMP, OR WEIGHT WATER= 0.37 TON 101/Z1116) EQUIVALENT. EQUIVALENT. TANK AND 9" COVER ARE HEAVIER BY 3.4 TON. FOR `� Bottom USE WATERPROFFING 6. TO PROVIDE FOR EASY AND SAFE t- FRR F a�"" MAINTENANCE OF PUMP: THIS PLAN IS A VALID COPY ONLY IF IT BEARS -PROVIDE UNION/DISCONNECT IN 2" PVC AN ORIGINAL RED STAMP AND SIGNATURE. CURTIS G• & CONSTANC� L. L BOYDEN CAN BE REMOVED FROMOF LEGEND A'n LINE AT TOP PUMP CHAMBER SO PUMP LEGEND -RECOMMEND FLOATS BETOP ATTACHEDNK. TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED �; � LOT 12A9 77 NEPTUNE LANE, SOUTH YARMOUTH ' M A TH 1 TEST HOLE LOCATION, NUMBER OUTSIDE CHAMBER. OF Mqs �jN of ss W WATER LINE MARKINGS » E OVERHEAD ELECTRIC WIRES (IF SHOWN) /; �° ROf�7D \a;,.�� O A G�� JUNE �5, X010 SCALE. 1 20> - -- G --_- GAS LINE MARKINGS x 9.5 X 0,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR --- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 7/07/10 --PUMP CHAMBER _I s i HEALTH AGENT APPROVAL DATE RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2010 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1